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WO1979000349A1 - Procede pour extraire l'energie de surface des vagues - Google Patents

Procede pour extraire l'energie de surface des vagues Download PDF

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Publication number
WO1979000349A1
WO1979000349A1 PCT/US1978/000189 US7800189W WO7900349A1 WO 1979000349 A1 WO1979000349 A1 WO 1979000349A1 US 7800189 W US7800189 W US 7800189W WO 7900349 A1 WO7900349 A1 WO 7900349A1
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WO
WIPO (PCT)
Prior art keywords
impellers
impeller
water
impeller means
outrigger
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/US1978/000189
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English (en)
Inventor
E Schremp
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP50023079A priority Critical patent/JPS54500050A/ja
Priority to DE7979900056T priority patent/DE2862483D1/de
Publication of WO1979000349A1 publication Critical patent/WO1979000349A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
    • F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
    • F03B13/16—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem"
    • F03B13/18—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore
    • F03B13/1805—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem
    • F03B13/1825—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem for 360° rotation
    • F03B13/183—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem for 360° rotation of a turbine-like wom
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient

Definitions

  • This invention relates in general >to means for and methods of extracting energy in usable form from subsurface wave action in a large body of water such as an ocean, and more particularly to a method of and system for pro ⁇ ducing this result on an arbitrarily large scale, wherein a fundamentally and wholly novel class of wave energy removing impellers responsive to subsurface water movement is made to function cooperatively as an impeller array of novel annular geometry, energetically coupled through an intermediate wave energy conversion and conveyance subsystem of corresponding annular goemetry to a centralized means for performing useful work.
  • the present inven ⁇ tion is best embodied in the form of an overall system for extracting subsurface wave energy, capable of operating at sea on an arbitrarily large scale of wave power output, in any one of a broad range of sea states, and at any depth up to 200 feet or more, adjustable according to the sea state.
  • One general object of this invention is to provide new and improved means for and methods of converting to usable form the subsurface wave energy available within a certain predetermined annular region spanned by the said overall system.
  • Another general object of this invention is to enable the efficient, expeditious, economical, and safe operation of the said overall system.
  • the conversion to usable form of the said subsur ⁇ face wave energy is effected by means of a seagoing sys ⁇ tem that includes an inboard platform or hull, an attached outboard platform or outrigger, and a subsystem of- sub ⁇ merged wave energy removing impellers supported upon the outrigger.
  • the hull which may be of circular, oval, or other suitable horizontal cross sectional shape, is com ⁇ pletely enclosed by the impeller subsystem and supporting outrigger, which together span an immediately surrounding subsurface region, or volume of water, of corresponding generally annular horizontal cross sectional shape, with maximum horizontal dimensions at least of the same order of magnitude as the typical wavelength L of the ambient natural wave motions, and with maximum vertical dimensions whose magnitude is approximately one-tenth of the said typical wavelength L.
  • the principal characteristics of the impeller sub ⁇ system and of its component impellers, representative structures of which are described in detail below, are as follows: 1.
  • the wave energy removing action of the said ' impeller subsystem must be applied with maximal effect at every available and utilizable subsurface location throughout the said annular region, and at every such location must be made essentially independent of the direc ⁇ tions of travel of all ambient component progressive sinusoidal surface waves.
  • the said impeller subsystem must be made to function at every such location not only as a maximally effective primary means of extracting subsurface wave energy in usable form, but also as a maximally effective means of providing shelter from the open sea for the said enclosed hull.
  • the wave frequency spectral function specifying any given state of the open sea in statistical terms must be caused by the combined wave energy removing action of the said impeller subsystem to undergo an orderly and progressive maximal attenuation with increasing radial distance measured inwardly along any path of minimal length connecting the outermost to the inner ⁇ most boundary of the said annular region.
  • the said maximal attenuation must be achieved for every wave frequency throughout a very broad wave frequency band by requiring the individual component impellers of the said impeller subsystem to be of such kinds and sizes that their correspondingly different natural frequencies will fall at regular intervals throughout the said wave frequency band, and by further requiring their independently executed resonant reaction move- ments in response to the -ambient water movement to take place at corresponding locations within the said annular region that will be suitably correlated with their respective natural frequencies.
  • an optimal combination of functional roles is achieved for each component impeller, of whatever kind and size, by " assigning to each of one or more different kinds of component working members of the said impeller, for given fixed values of any preselected com ⁇ bination of its external design parameters, a suitable degree of positive, negative, or neutral buoyancy, toge ⁇ ther with a suitable combination of values of two distinct kinds of additional internal design parameters.
  • each component impeller must achieve maximal efficiency through a definite, predetermined, and operationally uniquely effective combination of oscillatory reaction movements in response, respective to the oscillatory drag forces and the oscillatory ine tial forces exerted upon its component working member members by the ambient water movement.
  • Its total reaction movement in response to the said ambient water movement must be approximately that of a simple harmonic oscillator of a preselected but arbitrary natural frequency, and must be composed principally of resonant oscillations of that or any closely neighboring frequency that are in tuned res ⁇ ponse to all ambient component progressive sinusoidal surface waves with a corresponding preselected narrow range of wave periods T, and that are performed with a maximal magnification factor which is essentially independent of the directions of travel of the said surface waves. 3. It must operate at a maximum depth of submergence below the water surface that is of the order of magnitude of one-tenth of the typical wavelength L of the surface waves with the said preselected narrow range of wave periods T. 4.
  • each component impeller must have maximum vertical dimensions not exceeding its maximum depth of sub ⁇ mergence below the water surface; it must be suitably mounted upon and suitably constrained by its seagoing means of support, in a special way permitting relative motion between the said impeller and its means of support that is characteristic of its kind; and it must be energetically coupled to a means on the said support for performing useful work.
  • the combined wave energy removing action of the said impeller subsystem taking place throughout the aforesaid annular region surrounding the central hull, is complemented by the cooperative action of an inter ⁇ mediate wave energy conversion and conveyance subsystem of corresponding annular geometry, whose"function is to transmit in some usable form such as a pressure differential all wave energy extracted throughout the said annular region, to a final centralized wave energy collection subsystem located within the said central hull, and capable of performing useful work.
  • the ocean or other large body of water which sur- rounds the overall seagoing system may be loosely compared to an infinite reservoir of heat energy, whose temperature loosely represents the prevailing sea state.
  • the aforesai final centralized wave energy collection subsystem, located at the center of this overall seagoing system, may be loosely compared to a central heat energy sink, maintained at a constant temperature substantially lower than that of the surrounding infinite heat energy source.
  • the overall operating speed of this latter combination of two subsystems may thus be loosely compared to the total rate of inflow of heat through the said annu ⁇ lar heat conductor, the overall power conversion efficienc of this dual combination of subsystems being roughly com- parable to the thermal conductivity of the said heat conductor.
  • the present in ⁇ vention achieves, overall, a very broad band range of response over wave amplitude and frequency. But in so doing, the present invention, unlike the Scripps and Salter proposals, completely avoids the further serious disadvantage that is inherent in all wave energy extracting devices which, in order that they might have a broad band response, are made nonresonant at the cost of failing to exploit the resonance phenomenon as a means of wave power amplification.
  • FIG. 1 is a fragmentary plan view schematically showing an overall wave energy extraction system embodying the present invention.
  • FIG. 2 is a side elevational view of the overall system, taken along the line 2-2 of FIG. 1;
  • FIG. 3 is an enlarged schematic sectional view taken on the line 3-3 of FIG. 1, showing also in phantom the corresponding view taken on the line 4-4 of FIG. 1;
  • FIG. 4 is an enlarged schematic sectional view taken on the line 4-4 of FIG. 1, showing also in phantom the corresponding view taken on the line 3-3 of FIG. 1;
  • FIG. 5. is a view taken- along the line 5-5 of FIG. 3;
  • FIG. 6 is a bottom view of the nonbuoyant working member shown in FIG. 3;
  • FIG. 7 is an enlarged front elevational view of a possible variant of a buoyant impeller;
  • FIG. 8 is an enlarged front elevational view of a possible variant of a nonbuoyant impeller.
  • FIG. 9 is an enlarged side elevational view of a possible variant of an impeller of neutral buoyancy.
  • the contemplated overall wave energy extraction system is regarded as being composed of various subsystems, classifiable according to their different functions: a seagoing platform subsystem; a platform-supported wave energy removing impeller sub ⁇ system of generally annular geometry; an intermediate wave energy conversion and conveyance subsystem of corresponding annular geometry, here embodied as a pres ⁇ sure transmission subsystem; and a final centralized wave energy collection subsystem capable of performing useful work.
  • a seagoing platform subsystem a platform-supported wave energy removing impeller sub ⁇ system of generally annular geometry
  • an intermediate wave energy conversion and conveyance subsystem of corresponding annular geometry here embodied as a pres ⁇ sure transmission subsystem
  • a final centralized wave energy collection subsystem capable of performing useful work.
  • numeral 1 designates generally the complete platform subsystem, which consists of two distinct but securely interconnected sub-subsystems: an inboard platform or hull designated generally by the numeral 2, and a completely surrounding outboard plat- form or outrigger designated generally by the numeral 3.
  • the hull 2 comprises two principal parts: a buoyant, generally doughnut-shaped exterior vessel 4; and a centra chamber-defining structure 6 interior thereto.
  • the chamb 6 is shown as being domed ( Figure 2), at 8, and as extending downwardly below the bottom of the vessel 4 to define a very large vertical conduit 10.
  • the conduit 10 is open at the bottom under normal operating conditions so that ambient water may communicate with the chamber 6 via the conduit 10, the degree of such communication being regulated or, if necessary, annulled by means of a suitable sluice gate 9, as shown schematically in FIG. 2
  • the direction of water flow through conduit 10 is upwards during operation of the overall system.
  • alternative embodiments of the present inven ⁇ tion are also contemplated wherein the direction of such water flow is, instead, downwards.
  • such water flow actuates a turbine device 12 whose runner is suitably adapted to the chosen sense of water flow and is mounted so as to drive any suitable power generating apparatus (not shown) within the shell 14.
  • the apparatus may be in the form of an electrical generator, and/or other energy conversion means.
  • the shell 14 is mounted centrally within the conduit 10 by means of streamlined struts 16, and is itself streamlined sufficiently to per ⁇ mit water to flow freely therepast in conduit 10.
  • the innermost components of the generally annular pressure transmission subsystem are a set of conduits 18, each of which communicates at its inner end with the chamber 6 through a corresponding orifice 22, and extends radially outwardly from the chamber 6.
  • Each conduit 18 passes through and beyond the cylin ⁇ drical outer surface of the vessel 4, and communicates at its outer end, via three parallel vertical extensions 13, 15 and 17, with three corresponding radial ducts 20, approximately midway between the closed inner ends 19 and the closed outer ends 21 of the radial ducts 20.
  • FIG. 1 only a few of the conduits 18 and ducts 20 are shown, but it is to be understood that those illustrated are reproduced at the indicated intervals around the entire periphery of the hull 2.
  • all of the radial ducts 20 constitute a further set of components of the generally annular pressure transmission subsystem, in communication with the chamber 6 via the conduits 18.
  • the interface between the generally annular pressure transmission subsystem and the generally annular impeller subsystem is composed of impeller driven pumps which can act as sources of either relatively positive or relatively negative pressure to be transmitted radially inwardly to chamber 6 via the ducts 20 and conduits 18.
  • the impeller driven pumps act as sources of relatively negative pressure
  • water is with ⁇ drawn by these pumps from the ducts 20, rather than forced into them.
  • the turbine device 12 is driven by an inflow of deep-lying ambient water directed upwardly through the conduit 10 to the chamber 6, then directed radially outwardly through conduits 18 to ducts 20, 'and finally, after withdrawal therefrom by the impeller driven pumps, discharged by the latter to outlying ambient sub ⁇ surface surroundings.
  • the hull 2 and the outrigger 3 form a single, integral, structurally sound, seaworthy overall platform subsystem 1 of adjustable overall buoyancy, capable of floating freely and always practically hori ⁇ zontally on the surface 5 of a large body of water such as an ocean, or at any desired subsurface depth up to 200 feet or more.
  • the combined platform subsystem 1 is pro ⁇ vided with means of self-propulsion (not shown) from one location at sea to another, from one operating depth to another, and from one operating direction to another.
  • Subsystem 1 is further provided with means (not shown) for being moored or otherwise secured to the seabed during periods of inshore operation for maintenance, repairs, and/or the delivery of its stored energy (and processed products, if any) to distribution centers onshore.
  • the hull 2 is intended to house all personnel (if not unmanned) , as well as features and facilities (most of which are not shown in the drawings) such as: the central turbogenerator, and/or other energy conversion means; an energy storage means; ballast tanks for fine adjust ⁇ ment of overall buoyancy of the overall platform subsystem 1; and seawater electrolysis, desalination, and/or other processing means.
  • the dimensions of hull 2 are intended to be sufficiently large for it to accommodate all of the foregoing features and facilities, together with ready means (not all shown) of access thereto at all times by personnel.
  • the maximum wave power output of hull 2 might exceed 50 megawatts, its displacement might exceed 50,000 tons, and its draft when floating on the water surface 5 might exceed 100 feet.
  • the water level 7 in chamber 6 Prior to operation of the overall system as con ⁇ templated in this particular embodiment, the water level 7 in chamber 6 must be adjusted to a setting above the orifices 22 of the various conduits 18 by evacuating the air space within the dome 8 as completely as possible; and the interiors of all conduits 18 and of all ducts 20 must be completely filled with water. Moreover, these condi- tions must be maintained unchanged throughout the sub ⁇ sequent operation of the overall system so as to insure the maintenance, at all times, of a substantial and nearly constant head of water across the turbine device 12. As the state of the sea changes, the foregoing conditions can be maintained unchanged by suitably adjusting the sluice gate 9 to regulate the inflow of water into the conduit 10.
  • FIG. 1 Shown schematically in FIG. 1, and in greater detail in FIGS. 3 and 4, are the following spatial and/or func- tional interrelationships between certain structural parts of the outrigger 3, the pressure transmission sub ⁇ system, and the impeller subsystem: (i) midway between every successive pair of radial ducts 20, there is located a radial pipe 24, whose closed inner end is secured to the vessel 4; (ii) laterally supporting and communicating with every radial duct 20, and also joining and communicating with every radial pipe 24, there is located a concentric
  • a skeletonized 2-dimensional annular structure which constitutes the uppermost level of the outrigger 3, comprising and defined by the mutually intersecting and mutually intercommunicating radial pipes 24 and circumferential pipes 26, and supporting as well as communicating with all radial ducts 20.
  • a second skele ⁇ tonized 2-dimensional annular structure which constitutes the lowermost level of the outrigger 3, similarly comprisi and defined by an equal number of additional mutually intersecting and mutually intercommunicating circumferen ⁇ tial pipes 27 and radial pipes 25, whose closed inner ends are secured to the vessel 4.
  • the 3-dimensiona structure of the outrigger 3 is essentially completed by a set of vertical pipes 29, each of which is partitioned off into noncommunicating upper and lower sections by a plug 31, each upper section_joining and communicating with a corresponding radial pipe 24 and circumferential pipe 26 at their junction point, and each lower section joining and communicating with a corresponding radial pipe 25 and circumferential pipe 27 at their junction point.
  • the total number of vertical pipes 29 is equal to the total number of junction points between radial pipes 24 and circumferential pipes 26.
  • OMPI Further reinforcing the skeletonized 3-dimensional annular structure of the outrigger 3 are suitably placed diagonal struts (not shown) , each of which is connected to one end of a first, and to one end of a second, corres- ponding vertical pipe 29.
  • FIGS. 1 and 2 there is shown schematically one of several identical trusses 23 whose purpose is to pro ⁇ vide structural support for outlying parts of the out ⁇ rigger 3, as well as to enclose and support a corres- ponding conduit 18.
  • the inner ends of each truss 23 are secured to the vessel 4, and the outer ends are secured to the bottom face of a corresponding auxiliary truss 33 in the form of a truncated pyramid with four lateral edges, the base of which is rigidly attached to the lower- most level of the outrigger 3 at four corresponding junc ⁇ tion points between radial pipes 25 and circumferential pipes 27, in the manner shown in FIGS. 1 and 2.
  • the outrigger 3 thus appears, in FIGS. 1 and 2, as a kind of wheel completely surrounding and securely attached to the vessel 4, the wheel itself being comprised mainly of a securely connected assemblage of nonbuoyant, completely submersed, skeletonized or structurally generally open, rigid 3-dimensional component frameworks (which are not distinguished one from another in the drawings) , to which all component impellers are securely linked at appropriately distributed subsurface working locations.
  • component frameworks which are not distinguished one from another in the drawings
  • each two of the said component frameworks that are mutually adjacent are normally inter ⁇ connected at their common interface in a rigid manner, when the wave induced stresses acting at that interface become too severe the rigid means of interconnection becomes temporarily replaced by a suitable articulation means (not shown in the drawings) for relieving such stresses.
  • support 32 and 34 are to be understood as being universal pivots, illustrated in FIG. 3 as ball and socket joints 32 and 34 surrounding, respectively, the bottom of the verti ⁇ cal pipe 29 shown on the left, and the top of the vertical pipe 29 shown on the right.
  • struts 36 serve in general as a means of rigid support for an assemblage of one or more rigidly interconnected component working members, each of which reacts in a very specific and distinctive way to ambient subsurface water movement. As illustrated in FIGS. 1-3, the four struts 36 serve in general as a means of rigid support for an assemblage of one or more rigidly interconnected component working members, each of which reacts in a very specific and distinctive way to ambient subsurface water movement. As illustrated in FIGS. 1-3, the four struts 36 serve in general as a means of rigid support for an assemblage of one or more rigidly interconnected component working members, each of which reacts in a very specific and distinctive way to ambient subsurface water movement. As illustrated in FIGS. 1-3, the four struts 36 serve in general as a means of rigid support for an assemblage of one or more rigidly interconnected component working members, each of which reacts in a very specific and distinctive way to ambient subsurface water movement. As illustrated in FIGS. 1-3, the four struts 36 serve
  • struts 36 are assumed to be rigidly supporting only one working member in the case of each of the impellers 28 and
  • the four struts 36 are assumed to be rigidly supporting an assemblage of two rigidly interconnected component work ⁇ ing members in the case of each ofthe impellers 28 and 30. Whatever may be the number of.rigidly interconnected component working members that are supported by the four struts 36, whether for the impeller 28 or for the impeller 30, the entire assemblage of rigidly interconnected com ⁇ ponent working members will generally have the same gross external geometry (.as viewed without regard to its possible internal structure) , namely, that of a frustum, with specified altitude, of a cone of revolution having the overall dimensions of the said impellers 28.and 30.
  • a component working member generally identified as to its kind by the numeral 38, whose completely enclosing surface possesses the minimum possible water movement responsive area consistent with its gross external geo- metry, and whose water movement effective volume-to-surface area ratio is accordingly the maximum possible; and (ii) a component working member, generally identified as to its kind by the numeral 40, whose completely enclosing sur ⁇ face is given an internally multiply reentrant structure such that it thereby acquires the maximum possible water movement responsive area consistent with its gross external geometry, and whose water movement effective volume-to- surface area ratio is accordingly the minimum possible.
  • the typical working member 38 is essentially devoid of internal structure. It is buoyant by virtue of being either hollow or other ⁇ wise of very low density; and, because of its aforesaid maximal volume-to-surface area ratio, it is maximally responsive to water movement inertial forces and only minimally responsive to water movement drag forces.
  • the typical working member 40 possesses considerable internal structure through comprising, in the form illustrated here, a multiplicity of radiating vanes 35.
  • Each vane 35 is rigidly attached at its inner edge to a central post 37 ( Figure 6) , and is also rigidly attached at its two outer corners to upper and lower rigid circular bands 39 and 41, respectively, both of which are rigidly supported, in turn, by four struts 36.
  • the typical working member 40 because of its aforesaid minimal volume-to-surface area ratio, must be, for struc ⁇ tural reasons, of very high density, and therefore non- buoyant. Again, because of its minimal volume-to-surface area ratio, member 40 is maximally responsive to water movement drag forces and only minimally responsive to water movement inertial forces.
  • both the operating depths and the dimensions of the impellers 28 and 30 increase with increasing distance measured outwardly from the vessel 4.
  • This latter subsystem which resembles a cardiovascular system in certain respects, may be conveniently viewed as comprising two distinct parts: a low pressure "venous” part, and a high pressure “arterial” part.
  • the "venous” part includes the central chamber 6, the conduits 18 and their extensions 13, 15 and 17, the radial ducts 20, the upper sections of the vertical pipes 29, and the radial pipes 24 and circumferential pipes 26.
  • the "arterial" part includes the lower sections of the pipes 29, the radial pipes 25 and circumferential pipes 27, outlets 42 and 44 that-discharge water from the respective pipes 25 and 27 to the ambient subsurface surroundings, and, finally, the entire body of water surrounding the overall system.
  • the impeller driven pumps all operating independently but in concert, produce throughout the "venous" part of this "cardiovascular system” a substantial, net reduction of pressure rela ⁇ tive to that of the "arterial” part. In thus effecting this substantial pressure difference, a very important advantage is gained through the novel annular geometry and the resulting spatial and functional economy of the present pressure transmission subsystem.
  • Each of the impeller driven pumps may be any suitable pumping device mechanically coupled respectively to the fixed vertical pipes 29 and the moving struts 36 to effect pumping of water from the upper to the lower sections of the vertical pipes 29 (which, it will be recalled, are, separated by plugs 31) . Since a multitude of different pump designs may be employed and readily adapted by those skilled in the art, the type of pumping device is not shown in any detail in the drawings. Instead, a conical "box,” labeled by the numeral -46, is used in the drawings to illustrate each individual impeller driven pumping device.
  • FIGS. 1 and 2 there is shown mounted on the outrigger 3, outwardly of the radial rows of impellers 28 and 30, a further circumferential series of impellers 50, all of overall neutral buoyancy and all identical.
  • each of these impellers 50 functions during normal opera ⁇ tion approximately as a simple pendulum, capable of oscillating only about a horizontal axis of support 48.
  • Every such impeller 50 has the equilibrium position and symmetrical shape (as viewed without regard to its internal structure) of a right prism whose bases are isosceles triangles, whose two congruent rectangular lateral faces meet in a corresponding horizontal axis of support 48, and whose third rectangular lateral face lies in a vertical plane parallel to and on the side lying outwardly beyond the said axis of support 48.
  • the axis of support 48 is to be understood as a corresponding segment of a cir ⁇ cumferential pipe 48, shown in FIGS.
  • the four equal lateral edges of the above mentioned geometrically repre- sentative right prism define, for each impeller 50, four struts 47 that converge in pairs, to be joined to two corresponding pivot sleeves 49, which together enable the
  • the entire assemblage of such rigidly interconnected pairs of component working members 38 and 40 will generally have the same gross exter ⁇ nal geometry (now modified so as to conform to the non- conical shape of the impellers 50) , namely, that of a right prism whose bases are trapezoids having the sym ⁇ metrical shape and overall dimensions shown in detail in FIG. 9.
  • the typical working member 38 as employed in the impellers 50 is again essentially devoid of internal structure, just as it is when employed in the impellers 28 and 30. It is again buoyant by virtue of being either hollow or otherwise of very low density; and it is again maximally responsive to water movement inertial forces and only minimally res ⁇ ponsive to water movement drag forces.
  • the typical working member 40 as employed in the impellers 50 again possesses considera ⁇ ble internal structure, this time comprising, in the form illustrated here, a multiplicity of vanes 51 extending approximately horizontally between inner and outer braces 52 and 53. Again for structural reasons, it is nonbuoyant; and again it is maximally responsive to water movement drag forces and only minimally responsive to water move ⁇ ment inertial forces.
  • each impeller 50 shall be of neutral overall buoyancy, it is evidently necessary that the individual positive and negative buoyancies of its component working members 38 and 40 shall be so related as to balance out in the aggregate. As shown in FIG.
  • each individual impeller driven pumping device is illustrated here by means of a "box,” again labelled by the numeral 46, but having this time the gross external geometry of a right prism whose bases are trapezoids with the symmetrical shape and overall dimen- sions indicated in FIG. 9.
  • every impeller 50 drives two identical pumping devices 46, each of which is mechanically coupled respectively to one of two corresponding fixed horizontal radial pipes 57 and to four of eight corres ⁇ ponding moving struts 47 and 58, attached respectively to pivot sleeves 49 and 59.
  • Both of these horizontal radial pipes 57 are partitioned off into inner "venous” and outer “arterial” sections by plugs 31, each "venous” section joining and communicating with the circumferential pipe 48, and each "arterial” section joining and communi ⁇ cating with an outermost circumferential pipe 54.
  • the circumferential pipe 54 is shown in FIGS.
  • the "venous" part of the pre- viously mentioned “cardiovascular system” further includes the inner sections of the horizontal radial pipes 57, the radial extensions 43 of the radial pipes 24, and the circumferential pipe 48; and that the "arterial” part thereof further includes the outer sections of the hori ⁇ zontal radial pipes 57, the radial extensions 55 of the radial pipes 25, the circumferential pipe 54, and the outlets 42 and 44 that discharge water from the respective pipes 55 and 54 to the ambient subsurface surroundings.
  • the pumping devices 46 driven by the impellers 50 by effecting pumping of water from the inner to the outer sections of the horizontal
  • annular outrigger 3 possesses the following characteristic structural properties: (i) both its vertical dimensions and its depth of submergence below the water surface 5 progressively increase outwardly from the vessel 4 to the
  • the overall impeller subsystem has the secondary but necessary characteristic property of possessing a net positive buoyancy sufficient to predominate over the negative buoyancy of the outrigger
  • annular outrigger 3 As previously mentioned, a further structural feature of the annular outrigger 3 is its division into
  • component frameworks are generally of the nature of unit cells, progressively increasing both in size and in depth of submergence outwardly from the vessel 4, and forming annular subsets, each member unit
  • Typical of those unit cells which support impellers 28 and 30 is that which can be visualized with the aid of FIGS. 3 and 4 when the two views shown therein are con-
  • such a unit cell is a rigid component framework that supports, in the manner shown in FIGS. 3 and 4, two radially adjacent pairs of impellers 28 and 30, arranged in mutually nested alternation both radially and
  • each unit cell supports only one impeller 50, and subtends at the center of the overall system only half as great an angle, in the horizontal plane, as that subtended by the typical unit cell which supports impellers 28 and 30.
  • both the operating depths and the dimensions of the impellers 28 and 30 increase with increasing dis ⁇ tance measured outwardly from the vessel 4.
  • the impellers 50 located beyond the outermost and largest impellers 28 and 30 are shown as exceeding even the latter in size.
  • the resulting radially unsymmetric dis ⁇ tribution of component impellers 28, 30 and 50 within the overall impeller subsystem is nevertheless seen from FIG. 1 to have a circular or angular symmetry in the horizontal plane of the water surface 5.
  • the impellers 50 are intended to perform resonant oscillatory motions of maximal acceptable limiting amplitude in tuned omni- directional response to ambient progressive sinusoidal surface waves of the largest or nearly largest prevailing wave heights H and wavelengths L, traveling in arbitrary directions.
  • the impellers 28 and 30, whose respective sizes and operating depths vary monotonically from one annular subset of component frameworks to the next, are similarly intended to perform resonant oscillatory motions with correspondingly varying acceptable limiting amplitudes in tuned omnidirectional response to ambient progressive sinusoidal surface waves traveling in arbitrary directions, and having corresponding ranges of wave heights H and wavelengths L.
  • component impellers 28, 30 and 50 may be classified as a whole, and in the first instance, with respect to their different natural frequencies, which are so specified as to range at regular intervals over a very broad frequency band, whose predetermined bandwidth and median frequency correspond, respectively, to the typical range and typical median value of the wave periods T of the prevailing ambient component progressive sinusoidal surface waves.
  • the natural frequencies of these four impellers will differ only slightly within each pair of impellers of the same kind 28 or 30, in inverse proportion to their slightly different respective vertical dimensions; whereas, on the other hand, the said natural frequencies will differ substantially between the two pairs of impellers of different kinds 28 and 30, in inverse proportion to their substantially different respective operating depths below the water surface 5, as shown in FIG. 2.
  • the resulting total number of different natural frequencies of all component impellers 28, 30 and 50, and the half-value widths of their corresponding resonance curves, are both contemplated here to be sufficiently great to insure that, under the combined energy removing action of the overall impeller subsystem, and with decreasing radial distance measured outwardly from the vessel 4, the wave frequency spectral function specifying any given state of the open sea in statistical terms will gradually undergo, as a function of position on the water surface 5, an orderly and progressive maximal attenuation throughout the aforesaid very broad wave frequency band.
  • one of the principal features of the present invention is concerned with a fundamentall and wholly novel method of achieving for each component impeller, of whatever kind and size, a certain optimal combination of functional roles that is essential to the efficient, expeditious, economical, and safe opera ⁇ tion of the contemplated system for extracting subsurface wave energy.
  • the principal required steps comprise in this method is that of producing on the part of every component impeller a total reaction movement in response to the ambient wave related water movement which is appro mately that of a simple harmonic oscillator possessing
  • every component impeller is thus made to function approximately as a simple harmonic oscillator by assigning it one of three distinct forms approximating, respectively, the following three possible alternative concrete forms of generalized simple pendulum:
  • each component impeller 28, 30 and 50 discussed' above are intended to function approximately as generalized simple pendulums of the kinds (a) , (b) and (c) , respectively.
  • each component impeller 28, 30 or 50 when displaced from its completely submerged position of stable equilibrium, and when left otherwise undisturbed, shall be capable of swinging to and fro under the action of gravity and damping forces alone, its resulting damped oscillatory motion below the water surface 5 having a specified natural frequency.
  • each of the component impellers 28, 30 or 50 that has any specified natural frequency, and that is located at any corresponding site of operation within the aforesaid annular region surrounding the vessel 4, when also devised in such a way as to selectively execute a definite, predetermined, and operationally uni ⁇ quely effective corresponding combination of oscillatory reaction movements in response, respectively, to the oscil ⁇ latory drag forces and the oscillatory inertial forces exerted thereon by the ambient water movement, is intended to be capable of thereby executing a resonant forced oscillatory motion of maximal magnification factor in simultaneous tuned response to all component progressive sinusoidal surface waves of just one particular corres- ponding wave period T and of arbitrary wave heights H, traversing the said annular region in arbitrary directions.
  • the omnidirectional response characteristics of the component impellers 50 are due in part to the previously mentioned fact that every such impeller has the equilibrium orientation and symmetrical shape (as viewed without regard to its composite internal structure) of a right prism whose bases are isosceles triangles, whose two congruent rectangular lateral faces meet in its axis of support, and whose third rectangular lateral face lies in a vertical plane parallel to the said axis of support.
  • each of the one or more component working members of any impeller 28, 30 or 50 may have an arbitrary individual buoyancy—positive, negative, or neutral—provided only that the entire assemblage of component working members yields the resultant positive,
  • each distinct component working member of either kind of impeller has the symmetrical shape, equi ⁇ librium orientation, and relative position of a corres ⁇ ponding distinct elementary frustum of a vertically oriented cone of revolution whose vertex is the point of support of a given impeller 28 or 30, there being in general a systematic, nonoverlapping progression of such elementary frustums, with predetermined individual altitudes totalling roughly one-half of the altitude of the cone of revolution whose shape is that of the said impeller as a whole.
  • each distinct component working member of any given impeller 50 has the shape, equilibrium orientation, and relative position of a corresponding distinct elemen ⁇ tary right prism whose bases are trapezoids, whose two nonparallel rectangular lateral faces lie in planes that meet in the axis of support of the said impeller, and whose two parallel rectangular lateral faces lie in vertical planes on one side of and parallel to the said axis of support, there being a systematic, nonoverlapping progression of such elementary right prisms, the gross external geometry of which is, as previously mentioned, that of a right prism whose bases are trapezoids having the symmetrical shape and overall dimensions shown in detail in FIG. 9.
  • each of the aforesaid component working members may differ in kind from others, not only through possessing a different individual buoyancy which may be either positive, negative, or neutral, and through independently possessing a different individual gross external geometry (as viewed without regard to its possible internal structure) which may be either that of a frustum of a cone of revolution or that of a right prism whose bases are trapezoids, but also through independently possessing a different combi- nation of values of the previously mentioned two distinct kinds of internal design parameters, each of which plays an additional major part in controlling the overall impel ler function of the said component working member.
  • any submerged structu will experience certain oscillatory subsurface forces caused by water waves, which may be characterized as arising from the oscillatory orbital motions of the water particles at and below the surface of the body of water in question.
  • O PI subsurface wave forces arising from the resultant water particle orbital motions will be oscillatory everywhere except in the surf zone.
  • these oscillatory subsurface wave forces will in general possess an almost completely random vector sum that in the course of time will momentarily assume any given direction.
  • the inertial force component of any given oscillatory subsurface wave force experienced by the aforesaid submerged structure will be essentially pro ⁇ portional to the volume of water displaced by that structure; whereas the corresponding drag force component will be essentially proportional to the surface area of the structure.
  • the present invention could well open up new avenues of approach offering unprecedented opportunities for an accelerated development of the technology for wave energy conversion. This is particularly likely because, even though described in the foregoing disclosure in terms of wave power projects on a rather large scale, the pre ⁇ sent invention could at first be implemented to great advantage on an incremental basis, at sea, without requiring excessive initial investment of funds for technological development before becoming economically competitive.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

Il est decrit un procede et des moyens pour convertir de facon efficace, rapide et sure sous une forme utilisable presque toute l'energie de surface des vagues dans une region annulaire recouverte de propulseurs mobiles (28, 30, 50) montes sur une structure annulaire (3) entourant une plate-forme centrale flottante et fixee a celle-ci. Une attenuation progressive interieure maximum pour pratiquement n'importe quel etat de la mer est obtenue dans une tres large gamme de frequence des vagues par des propulseurs flottants, non-flottants ou indifferents qui travaillent approximativement comme de simples pendules dont la frequence propre tombe a intervalles reguliers dans ladite gamme de frequence. Un fonctionnement optimal des propulseurs est obtenu en permettant a leurs elements moteurs (38, 40) une certaine liberte omnidirectionnelle en reponse aux forces associees au mouvement de l'eau. Apres conversion au moyen de pompes (46), l'energie extraite des vagues est transportee au moyen d'un systeme secondaire a pression de fluide a une turbine centrale (12).
PCT/US1978/000189 1977-12-06 1978-12-06 Procede pour extraire l'energie de surface des vagues Ceased WO1979000349A1 (fr)

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JP50023079A JPS54500050A (fr) 1977-12-06 1978-12-06
DE7979900056T DE2862483D1 (en) 1977-12-06 1978-12-06 System for extracting subsurface wave energy

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US85808777A 1977-12-06 1977-12-06
US858087 1997-05-16

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JP (1) JPS54500050A (fr)
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US6247269B1 (en) * 1995-04-19 2001-06-19 Marc Andre Valiquette System for plant growing

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US574177A (en) 1896-12-29 Administratrix of richard
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US1610328A (en) 1923-06-27 1926-12-14 Harry S Shaw Wave and tide motor
US1757166A (en) 1925-12-14 1930-05-06 Edward J Brady Apparatus for and method of obtaining power from ocean waves
US2622687A (en) * 1950-06-07 1952-12-23 Cohen Charles Wave and tide motor
US3928967A (en) 1973-11-15 1975-12-30 Stephen Hugh Salter Apparatus and method for extracting wave energy
US4036563A (en) 1974-02-05 1977-07-19 Tornkvist Rolf E A Wave motor comprised of a submerged floating network of chambers formed by walls permitting variable geometry
US4038821A (en) * 1976-02-12 1977-08-02 Black Jerimiah B Fluid current motor
US4045148A (en) * 1974-11-04 1977-08-30 Bernard Morin Turbine
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US793497A (en) 1905-04-14 1905-06-27 Juan Luis Ariztia Wave-motor.
US1610328A (en) 1923-06-27 1926-12-14 Harry S Shaw Wave and tide motor
US1757166A (en) 1925-12-14 1930-05-06 Edward J Brady Apparatus for and method of obtaining power from ocean waves
US2622687A (en) * 1950-06-07 1952-12-23 Cohen Charles Wave and tide motor
US3928967A (en) 1973-11-15 1975-12-30 Stephen Hugh Salter Apparatus and method for extracting wave energy
US4036563A (en) 1974-02-05 1977-07-19 Tornkvist Rolf E A Wave motor comprised of a submerged floating network of chambers formed by walls permitting variable geometry
US4045148A (en) * 1974-11-04 1977-08-30 Bernard Morin Turbine
US4038821A (en) * 1976-02-12 1977-08-02 Black Jerimiah B Fluid current motor
US4095422A (en) * 1976-05-28 1978-06-20 Aquatech Co., Ltd. Vertical-axis composite swinging-blade water wheel
US4105368A (en) * 1976-11-15 1978-08-08 Waters Fred L Floating wave powered pump

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MUGA, WILSON: "Dynamic Analysis of Ocean Structures", 1970, PLENUM PRESS

Also Published As

Publication number Publication date
EP0056663A2 (fr) 1982-07-28
EP0008291A1 (fr) 1980-02-20
JPS54500050A (fr) 1979-11-01
EP0008291B1 (fr) 1987-03-04
EP0056663A3 (fr) 1984-03-28
DE2862483D1 (en) 1987-04-09

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